Ministry Of Road Transport And Highways Tender
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Costs
EMD
₹ 37,72,500Document Cost
₹ 18,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MoRTH_568270_1Bid Award Id
ViewTender No
13 of 2019-2020Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
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Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) (b) Dismantling RCC Work
100
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Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials with all lead and lift stacking serviceable and unserviceable materials separately)
1360
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
a. Upto 3.0 m
3450
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PCC 1:3:6 in Foundation in M10 (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
340
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Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead (Pile diameter-1000 mm)
5230
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Providing steel liner 6mm thick for piles including fabricating and setting out as per detailed drawing
95
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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification ( M30 Grade) (Using batching Plant, Transit Mixer & Concrete Pump)
1450
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Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) (Initial Pile Load Test)
1
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Conducting High Straining Dynamic Pile Testing on R.C. of Bored piles using pile driving analyzer. The equipment shall have ability to record both force and velocity. Both straic and acceleration censors shall be used to collect data and atleast two pairs shall be connected at diametrically opp. sides of the pile. The test and equipment shall conform to ASTM - D4945 - 1989. The test shall be conducted by an experienced independent test agency. (Routine Load Test)
5
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Conducting low strain pile integrity testing on RC Bored foundation piles using pile integrity tester equipment manufactured by Pile Dynamics Inc. of USA of TNO of Netherland or equivalent that confirms to ASTM D5882.
203
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Reinforced cement concrete (RCC) in sub-structure complete as per drawing and technical specifications Piers, Abutments, Side wall and Tie walls (M 30)
1220
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Reinforced cement concrete (RCC) in sub-structure complete as per drawing and technical specifications
Pier Cap, Abutment cap, Dirt wall (M30)
1140
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Reinforced cement concrete (RCC) in sub-structure complete as per drawing and technical specifications Pedestal (M 45)
230
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
PSC Girders
8736000
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Furnishing and Placing Prestressed cement concrete (PSC) in super-structure as per drawing and Technical Specification For PSC Girder & Deck slab type superstructure in M45 grade
5200
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Supplying, fitting and placing TMT bar reinforcement in super-structure complete as per drawing and technical specifications (FE 500D) For PSC Girder & Deck slab type superstructure in M45 grade
520
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High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
150
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Carrying out load test of superstructure as directed including all necessary materials, plants, equipments, instruments, labour and arrangement for test as directed.
240
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Reinforced cement concrete approach slab (M:30) Grade including reinforcement and formwork complete as per drawing and Technical specification
40
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
20
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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 %(Bitumen VG 30 grade) by weight of total mix of mix and filler,including Bitumen Emulsion as tack coat at rate of 2 Kg /10 Smt transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification fifth revision clause 505 complete in all respects.)(Grade II - 26.5 mm nominal size) (50 & 115 mm Thick)
2550
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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour/ DMP 60-90 TPH capacity / 80 - 100 TPH Capacity using crushed aggregates of specified grading, premixeed with bituminous binder @ 5.4 % of VG 30 grade mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification fifth revision clause No. 507 complete in all respects.(Grade I 19 mm nominal size) (30 & 40 mm Thick)
1270
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Reinforced Cement Concrete (RCC) Crash Barrier & Friction Slab (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with TMT FE 500 D reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)
3250
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Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications (FE 500 D) For piles & pilecap
710
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Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications (FE 500 D)
360
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 40 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
For movement upto 40 mm
440
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Drainage Spouts complete as per drawing and Technical specification
210
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Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (a) 60 cm circular
5
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Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (b) 80 mm x 60 mm rectangular
5
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Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (c) 60 cm x 45 cm rectangular
5
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Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (d) 60 cm x 60 cm square
5
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
580
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Lighting on Bridges (Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 9 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp)
120
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Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
38810
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Providing and fixing RCC pylons including necessary TMT reinforcement, formwork, finishing etc. complete as directed. (a) Concrete M:20 grade
10
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Providing and fixing RCC pylons including necessary TMT reinforcement, formwork, finishing etc. complete as directed. (b) TMT Reinforcement Fe500 D grade
2
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Reinforced Earth Retaining Wall (M 35) (Reinforced earth retaining walls have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earthfill with granular material which is to be retained by the wall.) (a) Facia Elements
5450
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Reinforced Earth Retaining Wall (M 35) (Reinforced earth retaining walls have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earthfill with granular material which is to be retained by the wall.) (b)Coping Beam (M 35)
40
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Granular earth filling in approach portion of RE Wall (as per MORTH section 3100) including laying of earth as per specification for compaction in 250 mm thick loose by mechanical means using motor grader including watering the earth to bring the earth upto required OMC including rolling with the use of vibratory roller when earth is at suitable moisture content with desired field density not less than 97% of maximum dry density (modified proctor test). The material for filling shall conform to IRC Highway Research Board's special report No. 16.
44520
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Construction of Granular Sub-Base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRTH Clause 401 ( for grading I material) (200 mm thick)
4810
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Wet Mix Macadam (Providing, laying , spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density). (250 mm thick)
8080
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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
23530
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Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings.)
690
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Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
5500
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Providing and laying double walled corrugated pipes (DWC) of poltethylene (conforming to IS:14930-II) of 100 mm O.D./88 mm ID with fittings and necessary connecting accessories of same material for laying cable into crash barrier, central verge etc. as directed by engineer in charge
9160
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Providing and fixing Rainwater downward pipe arrangement from drainage spout to collection chamber at ground with 100 dia UPVC rain water pipe (single socket) & fittings confirming to IS 13592 leaving 10 mm gap for thermal expansion including all fittings, clamps, fixing, with all leads and lifts etc. complete.
1200
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Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel.)
2290
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
3270
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Synthetic Geogrids (reinforcing elements for re wall) as per technical specifications and directed by engineer in charge.
87280
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Inverted Choke (Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor grader and compacting with power roller etc)
6990
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Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
3440
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Excavation in Soil with Dozer with all lead and lift (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment with all lead and lift including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
15360
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Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)
4580
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